Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COM 2019
DOI: 10.7712/120119.7111.18970
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Structural Analysys of the Walls Supporting the Resurrection of Christ by Piero Della Francesca Mural Painting at Sansepolcro, Italy

Abstract: The Resurrection of Christ by Piero della Francesca (about 1460) at Sansepolcro (Italy) is a masterpiece in the development of painting. This mural painting was realized on a brick wall (15 cm thick) placed in a different place as it is today. Shortly later, the painting was moved by means of a transport to solid-wall and placed against a pre-existing wall (60 cm thick), where it is today, erecting against this wall a counter wall (15 cm thick) where the mural painting wall-panel (225x200 cm) had been inserted… Show more

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“…Integrating, the results of the dynamic identification with 3D FEM model analysis, has extended the knowledge of the structural behavior of entire building and consequently of the wall supporting the Resurrection of Christ. The wall supporting the fresco is embedded in the middle of central wall-panel and confined by the lateral walls with soft links [15], this system connections between the walls explains its limited movement respect to the lateral and external walls of the building, as detected by dynamic identification and confirmed by the numerical model. Our results indicate clearly that the operational Modal analysis using ambient vibrations provides detail information on dynamic response of the building, useful to derive reliable model with respect to their real dynamic behavior for structural analysis.…”
Section: Natural Frequency and Dampingmentioning
confidence: 60%
“…Integrating, the results of the dynamic identification with 3D FEM model analysis, has extended the knowledge of the structural behavior of entire building and consequently of the wall supporting the Resurrection of Christ. The wall supporting the fresco is embedded in the middle of central wall-panel and confined by the lateral walls with soft links [15], this system connections between the walls explains its limited movement respect to the lateral and external walls of the building, as detected by dynamic identification and confirmed by the numerical model. Our results indicate clearly that the operational Modal analysis using ambient vibrations provides detail information on dynamic response of the building, useful to derive reliable model with respect to their real dynamic behavior for structural analysis.…”
Section: Natural Frequency and Dampingmentioning
confidence: 60%